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dc.contributor.authorAli R.
dc.contributor.authorVatankhah
dc.contributor.authorSaid M.
dc.contributor.authorEasa
dc.contributor.authorMahdavi
dc.date.accessioned2017-05-08T22:01:25Z
dc.date.available2017-05-08T22:01:25Z
dc.date.copyrightAugust 2013
dc.date.issued2013
dc.identifier.other%28asce%29te%2E1943-5436%2E0000016.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/68979
dc.description.abstractThe most common type of horizontal curves used to connect intersecting straight sections of highways and other infrastructures are circular curves. Given the radius and the deflection angle of a horizontal circular curve, the other curve elements can be explicitly determined. However, there are 10 practical situations in which these parameters are unknown, and they have to be determined from two other given elements. In the present paper, these cases are classified into three groups according to their solution type. In the first group, direct analytical solutions can be easily obtained using simple algebraic operations. In the second group, full analytical solutions with physical meaning are not available, and in the third group, existing methods rely on a tedious trial procedure for most cases. The paper develops noniterative exact solutions for the two cases of the second group and noniterative near-exact solutions for the four cases of the third group. The proposed near-exact solutions for the third group, which have a maximum percentage error less than
dc.publisherAmerican Society of Civil Engineers
dc.titleAlternative Solutions for Horizontal Circular Curves by Noniterative Methods
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue3
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000100
dc.treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 003
dc.contenttypeFulltext


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